Relevant bibliographies by topics / Static Test

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Academic literature on the topic 'Static Test'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Static Test"

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Sever, Ozan. "Comparison of static and dynamic core exercises’ effects on Stork balance test in soccer players Futbolcularda statik ve dinamik core egzersizlerin Stork denge testine etkisi." Journal of Human Sciences 14, no. 2 (May 17, 2017): 1781. http://dx.doi.org/10.14687/jhs.v14i2.4440.

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This study compared the effects of dynamic and static core training programs on core stability tests and Stork balance performance in soccer players. A Static (n = 14, 18,21±1,81) and Dynamic (n = 13, 17,31±0,63) training groups performed three 30 min sessions per week for eight weeks meanwhile attended routine soccer training sessions with a control group (n = 11, 17,73±1,27). Effects of different core training regimes were compared after eight weeks with two-factor variance analysis (condition X time) for related measures. Two experiment groups improved dynamic and static core stabilization test scores, while control group did not change. Core stabilization tests showed that the improvements of experiment groups affected by the movement specifity and Static group increased static test scores (plank 23,8% - back isometric 28,9% - leg raise 15,6%) while Dynamic group increased mostly the dynamic test scores (sit-up 21,2%, push up 16,2%). For Stork balance, both experiment groups improved the test scores between %18 and %67. While the Static group increased the duration of Stork test on both feet more than the Dynamic group, this difference was statistically significant only for non-dominant foot in intergroup analysis. The static structure of the Stork test may explain the significant improvement in static core group. Results indicate that the positive effect of core training on core stability may improve balance and static core training may be more effective for static balance tests.Extended English abstract is in the end of PDF (TURKISH) file. ÖzetBu çalışmanın amacı, 8 haftalık statik ve dinamik core egzersizlerin futbolcularda core stabilizasyon ve Stork denge performansı üzerine etkisini karşılaştırmaktır. Toplam 38 sporcu (17,75±1,36) Dinamik (n=13, 17,31±0,63), Statik (n=14, 18,21±1,81) ve Kontrol (n=11, 17,73±1,27) grupları olarak üç gruba ayrıldı. Statik ve Dinamik egzersiz grupları 8 hafta, haftada 3 gün, günde yaklaşık 30 dakika statik ya da dinamik egzersizler uygularken, buna karşın kontrol grubu yalnızca futbol antrenmanları gerçekleştirdi. Verilerin analizinde ilişkili ölçümler için iki faktörlü varyans analizi kullanıldı. Tüm core stabilizasyon testlerinde deney grupları anlamlı gelişme görüldü. Kontrol grubunda değişme görülmedi. Gelişmenin hareketin spesifikliğinden etkilendiği, Statik grubun statik test skorlarını daha fazla arttırdığı (plank 23,8% - sırt izometrik 28,9%- bacak kaldırma 15,6%), Dinamik grubun ise dinamik testlerde skorları daha fazla arttırdığı (şınav 16,2% - mekik 21,2%) görüldü. Benzer şekilde, iki deney grubu Stork denge testinde her iki ayak için denge süresini % 18 ile% 67 arasında artırdı. Ama kontrol grubu değişmedi. Statik grup her iki ayak içinde dengede kalma süresini Dinamik gruba göre daha fazla arttırırken, gruplar arası analizde non-dominant ayak ölçümünde bu farklılık istatistiksel olarak anlamlılık g. Denge ölçümünün statik yapıda olması, Statik gruptaki yüksek gelişimi açıklayabilir. Sonuç olarak; dinamik ve statik core egzersizler ile artan core stabilizasyonun statik denge üzerinde olumlu etkisi olduğu tespit edildi. Ancak statik core çalışmalarının statik denge performansı için daha etkili olduğu söylenebilir.
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Dzagov, A. M. "Refinement of Test Static-Load Test Procedure for Piles." Soil Mechanics and Foundation Engineering 41, no. 4 (July 2004): 146–49. http://dx.doi.org/10.1023/b:smaf.0000046047.95113.03.

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Pomeranz, Irith. "Two-Dimensional Static Test Compaction for Functional Test Sequences." IEEE Transactions on Computers 64, no. 10 (October 1, 2015): 3009–15. http://dx.doi.org/10.1109/tc.2014.2378285.

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UZUKA, Tetsuo, and Shouji IKEDO. "Railway Static Power Conditioner Field Test." Quarterly Report of RTRI 45, no. 2 (2004): 64–67. http://dx.doi.org/10.2219/rtriqr.45.64.

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Smith, Howard W. "Static test of an ultralight airplane." Journal of Aircraft 25, no. 1 (January 1988): 37–40. http://dx.doi.org/10.2514/3.45538.

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Shi, August, Milica Hadzi-Tanovic, Lingming Zhang, Darko Marinov, and Owolabi Legunsen. "Reflection-aware static regression test selection." Proceedings of the ACM on Programming Languages 3, OOPSLA (October 10, 2019): 1–29. http://dx.doi.org/10.1145/3360613.

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Tulebekova, A., A. Zhussupbekov, Ye Ashkey, and A. Zhankina. "Features of static pile load test." BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series 134, no. 1 (2021): 30–38. http://dx.doi.org/10.32523/2616-7263-2021-134-1-30-38.

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Pile foundations are commonly used in engineering practice to transfer the loads from heavy structures such as high-rise buildings to competent soil strata. In this manner, such complications as unfavorable geological conditions, compressible soil layers, and high levels of groundwater are avoided. Different types of piles are used in construction work. The specific type of pile used depends on the type of loading, the foundation soil, and the location of the groundwater table. The technical progress of large, bored piles and the continuous improvements of construction procedures and piling equipment today have created new possibilities. This paper describes a series of pile load tests that were performed in the capital city of Nur-Sultan, Kazakhstan. The control equipment, technological features are important for detailed information about the process of testing and the associated results make them more accurate and reliable. Keywords: pile, static test, load, equipment, soil
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Soleh, Chairul, and Josia Irwan Rastandi. "ALTERNATIF UJI BEBAN PADA STRUKTUR (STUDI KASUS : JEMBATAN BAJA)." Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan 5, no. 1 (May 4, 2021): 27. http://dx.doi.org/10.24912/jmstkik.v5i1.7215.

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The most common structural load test that has been widely used is the static load test. An alternative to the structural load test is dynamic load test. Dynamic testing is a test carried out to determine level of structural stiffness or structural elements stiffness in the form of natural frequencies, while the static load test is intended to obtain responses of static loading from the structure in the form of deflection. The discussion will emphasize the correlation between static load test and dynamic load test. To correlate the static load test with the vibration test, a reference or value that comes from modeling or theoretical analysis is needed. Structural modeling is carried out to obtain the theoretical natural frequency and the theoretical deflection which will then be compared with the natural frequency of the vibration test (dynamic). If the frequency of the test results and the theoretical frequency are compared to the theoretical deflection, the prediction of the test deflection will be obtained. The correlation between the predicted deflection of the test and deflection of the static load test is quite close with a difference of less than 12%. Judging from the above correlation, periodic inspections of the tested structures can be considered for vibration testing only. The types of structures reviewed are simple span steel bridge structure, simple span + link slab steel bridge structure and continuous span steel bridge structure. Keywords: modeling; natural frequencies; vibration testing; static load test AbstrakUji beban struktur yang umum dan sudah banyak dilakukan adalah uji beban statik. Alternatif lain dari uji beban adalah dengan melakukan pengujian vibrasi (dinamik) pada struktur. Pengujian vibrasi (dinamik) dilakukan untuk mengetahui tingkat kekakuan struktur atau elemen struktur berupa frekuensi alami, sedangkan uji beban statik dimaksudkan untuk mendapatkan respons hasil pembebanan statik dari struktur berupa lendutan. Pembahasan akan menekankan kepada korelasi antara uji beban statik dan uji beban vibrasi (dinamik). Untuk mengkorelasikan pengujian beban statik terhadap pengujian vibrasi (dinamik) diperlukan suatu acuan atau nilai yang berasal dari analisa pemodelan atau teoritis. Pemodelan struktur dilakukan untuk mendapatkan frekuensi alami secara teoritis dan lendutan teoritis yang kemudian akan dibandingkan dengan frekuensi alami hasil uji vibrasi (dinamik). Jika frekuensi hasil uji dan frekuensi teoritis dibandingkan terhadap lendutan teoritis maka akan didapatkan prediksi lendutan uji. Hasil korelasi antara prediksi lendutan uji terhadap lendutan uji beban statik cukup mendekati dengan perbedaan kurang dari 12%. Dilihat dari korelasi diatas, maka untuk pemeriksaan berkala pada struktur yang telah diuji dapat dipertimbangkan untuk dilakukan pengujian vibrasi saja. Jenis struktur yang ditinjau adalah struktur jembatan baja simple span, simple span + link slab dan continuous span.
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Pranoto, Ethys, Aziz Miftahul Hidayat, Faris Humami, and M. Iman Nur Hakim. "Komparasi Effisiensi Pengereman Pengujian Rem Statis (Static Brake Test) Dan Pengujian Rem Jalan (Road Brake Test)." Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety) 7, no. 1 (June 2, 2020): 19–25. http://dx.doi.org/10.46447/ktj.v7i1.72.

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Keselamatan dan keamanan berkendara di jalan menjadi unsur utama dalam pelayanan jasa transportasi. Penyedia pelayanan jasa transportasi berkewajiban memastikan bahwa kendaraan yang dioperasikan memenuhi syarat teknis dan laik jalan kendaraan bermotor yang ditentukan oleh pemerintah. Salah satu syarat teknis dan laik jalan adalah terpenuhinya sistem rem yang berfungsi dan memenuhi ambang batas. Pengujian untuk memenuhi ambang batas dapat dilakukan dengan dua metode yaitu Static Brake Test dan Road Brake Test. Kedua metode yang berbeda akankah menghasilkan keluaran yang sama. Hasil komparasi kedua pengujian menunjukkan adanya perbedaan keluaran yang diperoleh dan hal ini dapat menimbulkan persepsi yang berbeda terhadap pemenuhan syarat teknis dan laik jalan kendaraan.
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Rathleff, Michael Skovdal, Rasmus Gottschalk Nielsen, and Uwe G. Kersting. "Navicula Drop Test Ad Modum Brody." Journal of the American Podiatric Medical Association 102, no. 1 (January 1, 2012): 34–38. http://dx.doi.org/10.7547/1020034.

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Background: Understanding foot motion and function during activity is essential for clinicians because different foot types may require different treatment or rehabilitation strategies. Brody introduced the static navicular drop (ND) test, which was meant as a quick clinical test to estimate foot pronation during dynamic conditions. However, how well static ND predicts dynamic ND during walking has never been investigated. The purpose of this study was to investigate how well static ND corresponds to dynamic measures of ND during treadmill walking. Methods: A custom video analysis system was used to assess dynamic ND during treadmill walking. The ND test ad modum Brody was used to evaluate static ND. Results: Static ND showed a significant correlation with dynamic ND (r = 0.357, r2 = 0.127, P < .001). Navicular height at heel strike demonstrated a significant correlation with navicular height at the start position of static ND (r = 0.756, r2 = 0.571 P < .001). Minimal navicular height during walking was significantly correlated with the end position of static ND (r = 0.951, r2 = 0.904, P < .001). Conclusions: This study of asymptomatic individuals did not confirm that static ND can be used to individually predict dynamic ND during treadmill walking. It was demonstrated that the start position of Brody’s test is not well correlated with navicular height at heel strike, with this being the main reason for the weak relationship between static and dynamic ND measures. (J Am Podiatr Med Assoc 102(1): 34–38, 2012)
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Dissertations / Theses on the topic "Static Test"

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Siddiqui, Asher. "Capturing JUnit Behavior into Static Programs : Static Testing Framework." Thesis, Linnaeus University, School of Computer Science, Physics and Mathematics, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-5510.

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In this research paper, it evaluates the benefits achievable from static testing framework by analyzing and transforming the JUnit3.8 source code and static execution of transformed code. Static structure enables us to analyze the code statically during creation and execution of test cases. The concept of research is by now well established in static analysis and testing development. The research approach is also increasingly affecting the static testing process and such research oriented work has proved particularly valuable for those of us who want to understand the reflective behavior of JUnit3.8 Framework.

JUnit3.8 Framework uses Java Reflection API to invoke core functionality (test cases creation and execution) dynamically. However, Java Reflection API allows developers to access and modify structure and behavior of a program.  Reflection provides flexible solution for creating test cases and controlling the execution of test cases. Java reflection helps to encapsulate test cases in a single object representing the test suite. It also helps to associate each test method with a test object. Where reflection is a powerful tool to perform potential operations, on the other hand, it limits static analysis. Static analysis tools often cannot work effectively with reflection.

In order to avoid the reflection, Static Testing Framework provides a static platform to analyze the JUnit3.8 source code and transform it into non-reflective version that emulates the dynamic behavior of JUnit3.8. The transformed source code has possible leverage to replace reflection with static code and does same things in an execution environment of Static Testing Framework that reflection does in JUnit3.8. More besides, the transformed code also enables execution environment of Static Testing Framework to run test methods statically. In order to measure the degree of efficiency, the implemented tool is evaluated. The evaluation of Static Testing Framework draws results for different Java projects and these statistical data is compared with JUnit3.8 results to measure the effectiveness of Static Testing Framework. As a result of evaluation, STF can be used for static creation and execution of test cases up to JUnit3.8 where test cases are not creating within a test class and where real definition of constructors is not required. These problems can be dealt as future work by introducing a middle layer to execute test fixtures for each test method and by generating test classes as per real definition of constructors.

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Karlsson, Henrik. "Limiting Transitive Closure for Static Regression Test Selection approaches." Thesis, KTH, Skolan för elektroteknik och datavetenskap (EECS), 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-254951.

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In computer science and software development it is important to test software in order to ensure reliability. Regression testing in order to find potential faults introduced by software changes is key to assuring that the software is stable. This process may be time consuming, so in order to speed it up there are approaches which select a subset of relevant tests based on the software changes.In the field of regression test selection there are two main approaches, static approaches and dynamic approaches. These different kinds of approaches have different strengths and weaknesses, however the field is currently dominated by dynamic approaches as the performance of the static approaches lags behind severely. Ensuring that the correct approach types are used for the appropriate situations calls for improvement of static approaches.Regression test selection approaches uses transitive closure to select relevant tests. For any node in a directed graph, transitive closure is the set of all reachable nodes from the starting node. This thesis proposes a solution which attempts to lessen the performance gap by implementing a controlled limit to the transitive closure property of the main test selection algorithm. The aim of the limited transitive closure is to reduce the time taken to select tests, and to reduce the amount of superfluous tests selected.The results show that the limited transitivity property as implemented for this thesis did not improve the performance in a satisfactory way. Safety dropped severely. Since the runtime and precision improved, there is room for improvement in potential future research of the limited transitivity approach before it can readily be dismissed as an unviable approach.
Inom fälten datalogi och mjukvaruutveckling är det viktigt att testa mjukvara för att försäkra sig om att den fungerar som den ska. Att köra regressionstester för att hitta potentiella fel som introducerats av mjukvaruändringar är en nödvändighet för att garantera stabiliteten hos mjukvara. Regressionstestprocessen kan dock vara resursoch tidskrävande, vilket har lett till introduktionen av urval av tester som körs vid regressionstestning, s.k. regression test selection.Fältet regression test selection delas allmänt upp i två olika typer av metoder, statiska och dynamiska. De statiska och dynamiska metoderna har olika styrkor och svagheter, och bör därför i teorin användas baserat på vilken typ som bäst lämpar sig för syftet. Dock är det stora prestandaskillnader och därför används nästan bara de dynamiska metoderna.I detta examensarbete presenteras ett försök till att öka prestandan av de statiska metoderna genom att använda sig av en kontrollerad begränsning av transitivitetsaspekten inom huvudalgoritmen för urval av tester. Syftet med denna kontrollerade begränsning är tvådelad; både att minska körtiden för testurval, men också att minska antalet överflödiga tester i det slutgiltiga urvalet.Resultaten visar på att den metod som introducerats i detta examensarbete inte ökar prestandan på ett sådant sätt att det otvetydligt kan beskrivas som en förbättring. Jämfört med statiska metoder som inte använder sig av den begränsade transitivitetsaspekten så minskade säkerhet, men körtid och precision förbättrades. Detta innebär att det finns möjlighet till förbättring av den begränsade transitivitetsmetoden innan den helt kan anses vara en ogenomförbar och opraktisk lösning på problemet.
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Syal, Manan. "Static Learning for Problems in VLSI Test and Verification." Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/28099.

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Static learning in the form of logic implications captures Boolean relationships between various gates in a circuit. In the past, logic implications have been applied in several areas of electronic design automation (EDA) including: test-pattern-generation, logic and fault simulation, fault diagnosis, logic optimization, etc. While logic implications have assisted in solving several EDA problems, their usefulness has not been fully explored. We believe that logic implications have not been carefully analyzed in the past, and this lack of thorough investigation has limited their applicability in solving hard EDA problems. In this dissertation, we offer deeper insights into the Boolean relationships exhibited in a circuit, and present techniques to extract their full potential in solving two hard problems in test and verification: (1) Efficient identification of sequentially untestable stuck-at faults, and (2) Equivalence checking of sequential circuits. Additionally, for the dissertation, we define a new concept called multi-cycle path delay faults (M-pdf) for latch based designs with multiple clock domains, and propose an implications-based methodology for the identification of untestable M-pdfs for such designs. One of the main bottlenecks in the efficiency of test-pattern-generation (TPG) is the presence of untestable faults in a design. State-of-the-art automatic test pattern generators (ATPG) spend a lot of effort (in both time and memory) targeting untestable faults before aborting on such faults, or, eventually identifying these faults as untestable (if given enough computational resources). In either case, TPG is considerably slowed down by the presence of untestable faults. Thus, efficient methods to identify untestable faults are desired. In this dissertation, we discuss a number of solutions that we have developed for the purpose of untestable fault identification. The techniques that we propose are fault-independent and explore properties associated with logic implications to derive conclusions about untestable faults. Experimental results for benchmark circuits show that our techniques achieve a significant increase in the number of untestable faults identified, at low memory and computational overhead. The second related problem that we address in this proposal is that of determining the equivalence of sequential circuits. During the design phase, hardware goes through several stages of optimizations (for area, speed, power, etc). Determining the functional correctness of the design after each optimization step by means of exhaustive simulation can be prohibitively expensive. An alternative to prove functional correctness of the optimized design is to determine the designâ s functional equivalence w.r.t. some golden model which is known to be functionally correct. Efficient techniques to perform this process, known as equivalence checking, have been investigated in the research community. However, equivalence checking of sequential circuits still remains a challenging problem. In an attempt to solve this problem, we propose a Boolean SAT (satisfiability) based framework that utilizes logic implications for the purpose of sequential equivalence checking. Finally, we define a new concept called multi-cycle path-delay faults (M-pdfs). Traditionally, path delay faults have been analyzed for flip-flop based designs over the boundary of a single clock cycle. However, path delay faults may span multiple clock cycles, and a technique is desired to model and analyze such path delay faults. This is especially essential for latch based designs with multiple clock domains, because the problem of identifying untestable faults is more complex in such design environments. In this dissertation, we propose a three-step methodology to identify untestable M-pdfs in latch-based designs with multiple clocks using logic implications.
Ph. D.
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Mendenhall, Scout. "Effect of Deposition from Static Test Fires on Corn and Alfalfa." DigitalCommons@USU, 2013. https://digitalcommons.usu.edu/etd/1404.

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A greenhouse study was conducted to determine the effects of deposition from static rocket test fires on corn and alfalfa. Seeds were germinated in a wide concentration range of depositional material, called test fire soil (TFS). Additionally, the impact of chloride and aluminum, two major components of test fire soil, on germination was also evaluated. Furthermore, plants were grown in packed columns and exposed to test fire soil, either in the root zone or on foliage. Tissue was weighed and analyzed to compare biomass production and plant composition. Corn and alfalfa exposed to test fire soil in the root zone produced less biomass than controls, but foliar treatment had no effect on biomass production. No kernels were produced by corn exposed to test fire soil in the root zone. Leaves of plants exposed to test fire soil in the root zone accumulated more metals and nutrients than controls, whereas plant tissue treated with test fire soil on the leaves contained only elevated levels of aluminum, although levels were still within reasonable concentrations for plants. Germination of seeds was not affected below 1% test fire soil in soil; however higher concentrations of test fire soil decreased percent germination. Addition of chloride to soil also inhibits germination, but addition of aluminum has no effect on germination percentage. Corn germination was restored in test fire soil leached with 200 mm artificial rainwater. The results of this research contribute information regarding the potential impact of test fire soil from static test fires on crop production. Test fire soil inhibits germination and growth if deposited in the root zone, and even foliar application alters tissue composition. However, plant composition is not altered significantly in terms of feed criteria, and germination can be restored by irrigating the TFS. The effects of test fire soil are attributed to high levels of chloride that induce salt stress. Crop damage may be avoided by conducting static test fires after crops are harvested or providing extra irrigation to soil impacted with the TFS.
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Sirichantra, Jayiyavadee. "Use of the quasi-static indentation test on measure toughness in composites." Thesis, University of Surrey, 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.540963.

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Gustafson, Christopher, and Sam Florin. "Qualification of Tool for Static Code Analysis : Processes and Requirements for Approval of Static Code Analysis in the Aviation Industry." Thesis, KTH, Skolan för elektroteknik och datavetenskap (EECS), 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-277941.

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In the aviation industry, the use of software development tools is not as easily adopted as in other industries. Due to the catastrophic consequences of software errors in airborne systems, software development processes has rigorous requirements. One of these requirements is that a code standard must be followed. Code standards are used to exclude code constructions which could result in unwanted behaviours. The process of manually ensuring a specific code standard can be costly. This process could be automated by a tool for static code analysis, however, this requires a formal qualification. This thesis evaluates the process of qualifying a tool for static code analysis in accordance with the requirements of the major aviation authorities EASA and FAA. To describe the qualification process, a literature study was conducted. To further explain how an existing tool could be put through the qualification process, a case study of the existing tool Parasoft C/C++ test was conducted. The results of the literature study show what processes must be completed in order to qualify a static code analysis tool. Importantly, the study shows that no requirements are put on the development process of the tool. This was an important takeaway as it meant that an existing tool could be qualified without any additional data from the developer of the tool. The case study of Parasoft C/C++ test showed how the tool could be configured and verified to analyze code in accordance with a small set of code rules. Furthermore, three documents including qualification data were produced showing how the qualification process should be documented in order to communicate the process to an authority. The results of the thesis do not provide the full picture of how a tool could be qualified as the software, in which the tool is used, is considerations the are specific to the software the tool is used to develop still need to be taken into consideration. The thesis does, however, provide guidance on the majority of the applicable requirements. Future research could be done to provide the complete picture of the qualification process, as well as how the process would look like for other types of tools.
Inom flygindustrin är användandet av olika programmeringsverktyg inte lika självklart som inom andra industrier. På grund av de katastrofala konsekvenser som fel i mjukvaran i ett flygplan kan resultera i finns det rigorösa krav på mjukvaruutvecklingsprocessen. Ett av dessa krav är att en viss kodstandard måste upprätthållas. Kodstandarder används för att exkludera vissa strukturer i kod som kan leda till oönskat beteende. Upprätthållandet av en viss kodstandard är en långdragen process att genomföra manuellt, och kan därför automatiseras med hjälp av ett statiskt kodanalysverktyg. För att kunna använda ett sådant verktyg behövs däremot en formell verktygskvalificering. I denna uppsats kommer kvalificeringsprocessen av ett verktyg för statisk kodanalys att evalueras enligt de krav som de två stora flygmyndigheterna EASA och FAA ställer. För att förklara processen av att kvalificera ett sådant verktyg gjordes en litteraturstudie följt av en fallstudie av det existerande verktyget Parasoft C/C++ test. Resultaten av litteraturstudien beskriver de olika processerna som måste genomföras för att kvalificera ett statiskt kodanalysverktyg. Noterbart är att resultaten visar att inga krav ställs på utvecklingsprocessen av verktyget själv. Detta betyder att ett existerande kommersiellt verktyg kan kvalificeras utan att verktygsutvecklarna själva behöver bidra med extra information. Fallstudien visade hur verktyget Parasoft C/C++ test kan konfigureras och verifieras att följa en viss kodstandard. Vidare resulterade fallstudien i utkast av de nödvändiga dokumenten som behöver produceras för att kommunicera kvalificeringsprocessen till en myndighet. De resultat som presenteras i denna uppsats är i sig inte tillräckliga för beskriva hela kvalificeringsprocessen. Ytterligare överväganden som är specifika till den mjukvaran som verktyget ska användas till att utveckla måste göras för att en komplett kvalificering ska kunna genomföras. Uppsatsen bidrar däremot med riktlinjer och vägledning av majoriteten av de processerna som behöver genomföras. Ytterligare forskning kan göras för att bidra med den kompletta bilden av verktygskvalificering av ett statiskt kodanalysverktyg, samt hur kvalificering kan göras av andra typer av verktyg.
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Niazi, Fawad Sulaman. "Static axial pile foundation response using seismic piezocone data." Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/52195.

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Ever since the use of cone penetration testing (CPT) in geotechnical site investigations, efforts have been made to correlate its readings with the components of static axial pile capacity: unit base resistance (qb) and unit shaft resistance (fp). Broadly, the pile capacity analysis from CPT data can be accomplished via two main approaches: rational (or indirect) methods, and direct methods. The rational methods require a two-step approach, whereby CPT data are first used to provide assessments of geoparameters that are further utilized as input values within a selected analytical framework to enable the evaluation of the pile capacity components. In contrast, direct CPT methods use the measured penetrometer readings by scaling relationships or algorithms in a single-step process to obtain fp and qb for full-size piling foundations. The evolution of the CPT from mechanical to electrical to electronic versions and single-channel readings (i.e., measured tip resistance, qc) to the piezocone penetration test (CPTu), that provides three readings of point stress (qt), sleeve friction (fs), and porewater pressure (u1 or u2), has resulted in the concurrent development of multiple CPT-based geotechnical pile design methods. It is noted, however, that current CPT-based methods focus only on an estimate of "axial pile capacity", corresponding to a limiting load or force at full mobilization. A more comprehensive approach is sought herein utilizing the CPT readings towards producing a complete nonlinear load-displacement-capacity (Q-w-Qcap) on axial pile response. In particular, the seismic cone penetration test (SCPT) provides the profile of shear wave velocity (Vs) that determines the fundamental small-strain shear modulus: Gmax = gt?Vs2, where gt = total mass density of soil. With the penetrometer readings useful in assessing foundation capacity, the stiffness Gmax finds application within elastic continuum solutions towards evaluating the load-displacement (Q-w) response. In this study, a concise review of the deep foundation systems is presented, including pile types and characteristics, various arrangements of axial pile load testing in static mode, and interpretations of the load test data. In addition a comprehensive state-of-the-art review of CPT-based rational and direct methods of pile capacity evaluations is compiled. It is recognized that the direct methods offer more convenience in their straightforward approach in estimation of the pile capacity. The piezocone-based UniCone direct method proposed by Eslami and Fellenius (1997) is selected for further refinements, as it utilizes all three CPT readings in its design formulations. Concerning the analysis of pile deformations under axial loading, a brief review covers designs employing empirical formulations, analytical solutions, load-transfer (t-z) methods, numerical simulations, variational approaches, and those using hybrid methods. Specifically, the analytical elastic solution by Randolph and Wroth (1978; 1979) is covered in more detail since it is simple and convenient in application with extended applications to uplift and bidirectional O-cell types of loadings. This elastic approach also serves well in modeling a stacked pile solution for layered soil profiles. The last part of the review covers various shear modulus reduction schemes, since evaluation of the applicable stiffnesses is considered to be the most delicate phase in the nonlinear Q-w response analysis of axially loaded piles. It is identified that the most appropriate scheme applicable to static axial loading of pile foundations is the one that can be derived from the back-analyses of actual load tests within the framework of analytical elastic solution. In order to conduct a comprehensive research study on the axial Q-w-Qcap response of deep foundations from CPT readings, a large database is compiled. This includes 330 case records of pile load tests at 70 sites from 5 continents and 19 different countries of the world, where pile foundations were load tested under top-down compression or top-applied uplift (tension) loading, or both, or by bi-directional Osterberg cell setups. All test sites had been investigated using CPT soundings; in most cases by the preferred SCPTu that provides all four readings from the same sounding: qt, fs, u2, and Vs. In a few cases, sites were subjected to CPT or CPTu and the profiles of shear wave velocities were obtained by other field geophysical techniques, otherwise by empirical estimations. Results of the new correlation efforts are offered to derive coefficients Cse for shaft component and Cte for base component of the axial pile capacity from CPTu data. The UniCone type of soil classification chart is refined by delineating 11 soil sub-zones along with their respective Cse, in contrast to the 5 zones originally proposed. The CPT material index, Ic (Robertson, 2009) is then used to establish direct correlations linking Cse vs. Ic and Cte vs. Ic. Statistical relationships offer continuous functions for estimating the coefficients over a wide range of Ic values, thereby eliminating the need for use of the soil classification chart as well as improving the reliability in the evaluations of fp and qb. The effects of the pile loading direction (compression vs. uplift) and loading rate are also incorporated in the proposed design formulations. New sets of shear stiffness reduction curves are developed from the back-analysis of pile load tests and Gmax profiles obtained from the SCPT data. Alternative functions formats are provided in terms of hyperbolic tangent expressions or exponential curves, developed as normalized shear stiffness (G/Gmax) vs. logarithm of percent pseudo-strain (gp = w/d, where w = pile displacement and d = pile diameter). These charts offer convenience in the axial Q-w analysis of different pile categories within the framework of analytical elastic solution. The results also account for the plasticity characteristics of the soil formations within the database. A stacked pile model for Q-w analysis is presented in which certain adaptations are proposed in the elastic continuum solution. These adaptations enable plotting of separate modulus reduction curves (G/Gmax vs. gp) as function of depth for each layer, and treating pile as a stack of smaller pile segments embedded in a multi-layered soil media. The solution can be used to address the question of progressive failure with depth in a multi-layer soil media that exhibits nonlinear soil stiffness response. Finally, the closed-from analytical elastic pile solution for predicting the Q-w response is decoupled and modified to account for different setup cases and multi-stage loading of bi-directional O-cell tests. The decoupling accounts for separate assessments of the response to axial loading for different segments of pile shaft and different stages of loading, while the modifications include: (1) reduced maximum radius of influence for the upward displacements of the upper shaft segment, and (2) modeling the non-linear ground stiffness from the back-analysis of a well-documented dataset of O-cell load tests.
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Christensen, Dustin Shaun. "Full Scale Static Lateral Load Test of a 9 Pile Group in Sand." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1267.pdf.

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Lu, Dandan, and 卢丹丹. "Effects of static pile penetration on an adjacent earth retaining structure." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B47054670.

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Tam, Weng On. "Development and use of static creep test to evaluate rut resistance of superpave mixes /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Books on the topic "Static Test"

1

Lee, B. DHC-8 static test program. Downsview, Ontario: de Havilland Aircraft Company of Canada, 1986.

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I͡A, Kint͡sis T., ed. Static test methods for composites. New York, N.Y: Van Nostrand Reinhold Co., 1985.

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Hamdioui, Said. Testing static random access memories: Defects, fault models, and test patterns. Boston: Kluwer Academic, 2004.

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Institution, British Standards. Method for resistance of fabrics to water absorption (static immersion test). London: B.S.I., 1990.

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Coerts, Alfred. Analysis of static cone penetration test data for subsurface modelling: A methodology. Utrecht: Koninklijk Nederlands Aardrijkskundig Genootschap/Faculteit Ruimtelijke Wetenschappen Universiteit Utrecht, 1996.

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Sherlock, Elizabeth Jane. Evaluation of static and kinetic prediction test data and comparison with field monitoring data. Ottawa, ON: CANMET, 1995.

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Könnecke, R. EC static high-temperature leach test: Summary report of a European Community interlaboratory round robin. Luxembourg: Commission of the European Communities, 1985.

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Verderaime, V. Test load verification through strain data analysis. Washington, DC: National Aeronautics and Space Administration, 1995.

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Yip, Long P. Static wind-tunnel and radio-controlled flight test investigation of a remotely piloted vehicle having a delta wing planform. Hampton, Va: Langley Research Center, 1990.

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Yip, Long P. Static wind-tunnel and radio-controlled flight test investigation of a remotely piloted vehicle having a delta wing planform. Hampton, Va: Langley Research Center, 1990.

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Book chapters on the topic "Static Test"

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Weik, Martin H. "static test mode." In Computer Science and Communications Dictionary, 1659. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_18175.

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Lodi, Gio. "Testing Static SwiftUI Views." In Test-Driven Development in Swift, 79–95. Berkeley, CA: Apress, 2021. http://dx.doi.org/10.1007/978-1-4842-7002-8_6.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test - introduction." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers, 83–87. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_15.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test – application." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers, 152–62. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_19.

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Sharma, Binu, and Animesh Deka. "Static Compaction Test and Determination of Equivalent Static Pressure." In Lecture Notes in Civil Engineering, 3–10. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0899-4_1.

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Jha, Niraj K., and Sandip Kundu. "Test Generation for Static CMOS Circuits." In The Kluwer International Series in Engineering and Computer Science, 87–130. Boston, MA: Springer US, 1990. http://dx.doi.org/10.1007/978-1-4613-1525-4_4.

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Godefroid, Patrice, Shuvendu K. Lahiri, and Cindy Rubio-González. "Statically Validating Must Summaries for Incremental Compositional Dynamic Test Generation." In Static Analysis, 112–28. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-23702-7_12.

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Jeon, M. J., D. H. Lee, D. M. Lee, V. M. Nguyen, and H. K. Yoon. "Estimation of Static Hydrodynamic Coefficient in Waves Using Static Drift Test." In AETA 2015: Recent Advances in Electrical Engineering and Related Sciences, 845–53. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-27247-4_70.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test – Poisson ratio - application." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers, 168–70. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_21.

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Jang, Soo-Wook, Gwang-Soon Lee, Eun-Su Kim, Sung-Hak Lee, and Kyu-Ik Sohng. "MPEG-2 Test Stream with Static Test Patterns in DTV System." In Lecture Notes in Computer Science, 375–82. Berlin, Heidelberg: Springer Berlin Heidelberg, 2005. http://dx.doi.org/10.1007/11559573_47.

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Conference papers on the topic "Static Test"

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Alves, Tiago L., and Joost Visser. "Static Estimation of Test Coverage." In 2009 Ninth IEEE International Working Conference on Source Code Analysis and Manipulation. IEEE, 2009. http://dx.doi.org/10.1109/scam.2009.15.

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Legunsen, Owolabi, August Shi, and Darko Marinov. "STARTS: STAtic regression test selection." In 2017 32nd IEEE/ACM International Conference on Automated Software Engineering (ASE). IEEE, 2017. http://dx.doi.org/10.1109/ase.2017.8115710.

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Barros, José Eduardo Mautone, Vander Ferreira Rodrigues, and Ramón Molina Valle. "Static and Quasi-Static Test Procedures of Piston Engines." In SAE Brasil 2002 Congress and Exhibit. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2002. http://dx.doi.org/10.4271/2002-01-3541.

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Pomeranz, Irith. "Fault simulation with test switching for static test compaction." In 2014 IEEE 32nd VLSI Test Symposium (VTS). IEEE, 2014. http://dx.doi.org/10.1109/vts.2014.6818738.

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SMITH, H. "Static test of an ultralight airplane." In General Aviation Technology Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-2600.

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Yilmaz, Fatih, Ozan Oguz Haktanir, and Ahmet Bilge Uygur. "Quasi-static structural test of satellites." In 2015 7th International Conference on Recent Advances in Space Technologies (RAST). IEEE, 2015. http://dx.doi.org/10.1109/rast.2015.7208381.

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Stroph, R. "Static acceptance test for complex controllers." In UKACC International Conference on Control (CONTROL '98). IEE, 1998. http://dx.doi.org/10.1049/cp:19980261.

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Orefice, Martina, Vincenzo Quaranta, Giovanni Bruno, Giuseppe Martinotti, and Carmine Carandente Tartaglia. "Quasi-static load space qualification test." In 2021 IEEE 8th International Workshop on Metrology for AeroSpace (MetroAeroSpace). IEEE, 2021. http://dx.doi.org/10.1109/metroaerospace51421.2021.9511773.

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Benso, A., A. Bosio, S. Carlo, G. Natale, and P. Prinetto. "Memory Fault Simulator for Static-Linked Faults." In 2006 15th Asian Test Symposium. IEEE, 2006. http://dx.doi.org/10.1109/ats.2006.260989.

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Schuermyer, Chris, Jewel Pangilinan, Jay Jahangiri, Martin Keim, Janusz Rajski, and Brady Benware. "Silicon Evaluation of Static Alternative Fault Models." In 25th IEEE VLSI Test Symmposium. IEEE, 2007. http://dx.doi.org/10.1109/vts.2007.74.

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Reports on the topic "Static Test"

1

Wilkerson, Stephen, Virginia Fulton, and Joe Thiravong. M256 Static Load Test. Fort Belvoir, VA: Defense Technical Information Center, August 1993. http://dx.doi.org/10.21236/ada267733.

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Foltz, M. F., and L. R. Simpson. LLNL small-scale static spark machine: static spark sensitivity test. Office of Scientific and Technical Information (OSTI), August 1999. http://dx.doi.org/10.2172/14485.

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Jensen, Richard Pearson, and Jeffery L. Cherry. Static load test of Arquin-designed CMU wall. Office of Scientific and Technical Information (OSTI), December 2008. http://dx.doi.org/10.2172/946573.

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DeYoung, Anemarie, Vincent Yuan, George Morgan, Richard Anderson, Timothy Beller, Andrew Cooper, Theresa Cutler, et al. NDSE Static Series V & VI Test Results. Office of Scientific and Technical Information (OSTI), September 2020. http://dx.doi.org/10.2172/1660590.

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Bennett, N., M. Blasco, D. Constantino, V. DiPuccio, J. Friedman, B. Gall, S. Gardner, et al. Dense Plasma Focus Diagnostic Suite for the Surrogate Static Test. Office of Scientific and Technical Information (OSTI), February 2016. http://dx.doi.org/10.2172/1530554.

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Sundaresan, M. J., M. J. Schulz, and A. Ghoshal. Structural Health Monitoring Static Test of a Wind Turbine Blade: August 1999. Office of Scientific and Technical Information (OSTI), March 2002. http://dx.doi.org/10.2172/15000129.

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Powers, Edward D., and Edward C. Jones. Truetime Model GPS-DC-552 MK III GPS Receiver Live Static Test,. Fort Belvoir, VA: Defense Technical Information Center, April 1997. http://dx.doi.org/10.21236/ada324042.

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Krohn, Jerome. Static Pull Test of Tiedown Anchors on M127-12-Ton Stake Semitrailer. Fort Belvoir, VA: Defense Technical Information Center, July 1987. http://dx.doi.org/10.21236/ada207156.

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Kretschmann, David E., Ron Faller, Jason Hascall, John Reid, Dean Sicking, John Rohde, Dick Shilts, and Tim Nelson. Investigating the use of small-diameter softwood as guardrail posts: static test results. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2007. http://dx.doi.org/10.2737/fpl-rp-640.

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Simbeck, D. J. Static renewal tests using Anodonta imbecillis (freshwater mussels). Anodonta imbecillis QA test 3, Clinch River-Environmental Restoration Program (CR-ERP). Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/569068.

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